CN201713941U - 一种h形钢柱柱脚构造 - Google Patents

一种h形钢柱柱脚构造 Download PDF

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CN201713941U
CN201713941U CN2010202569391U CN201020256939U CN201713941U CN 201713941 U CN201713941 U CN 201713941U CN 2010202569391 U CN2010202569391 U CN 2010202569391U CN 201020256939 U CN201020256939 U CN 201020256939U CN 201713941 U CN201713941 U CN 201713941U
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steel column
anchor slab
crab
shaped steel
anchor
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叶香竹
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Abstract

本实用新型公开了一种H形钢柱柱脚构造，其特征是包括锚板、锚栓，锚板采用钢板，锚板厚度为8～12mm，锚板宽度为1.5～2.5m，锚栓设置在H形钢柱两侧，两侧设置三个锚栓，锚栓进入锚板下面，混凝土基础长度为30～40cm，锚栓离锚板边缘为40～50cm，锚板与H形钢柱焊接，H形钢柱沿长度方向与锚板全部双面焊接。本实用新型构造简单，实用性强。

Description

一种H形钢柱柱脚构造
技术领域
本实用新型涉及一种H形钢柱柱脚构造，适用于建筑领域。
背景技术
H形钢柱承载力较高，但如何使柱脚与基础有效联接是摆在工程技术人员面前的课题。
实用新型内容
本实用新型解决的技术问题是提供一种H形钢柱柱脚构造，解决H形钢柱与基础如何有效联接的问题。
本实用新型提供的构造包括锚板、锚栓，锚板采用钢板，锚板厚度为8～12mm，锚板宽度为1.5～2.5m，锚栓设置在H形钢柱两侧，两侧设置三个锚栓，锚栓进入锚板下面，混凝土基础长度为30～40cm，锚栓离锚板边缘为40～50cm，防止锚板剪切破坏，锚板与H形钢柱焊接，H形钢柱沿长度方向与锚板全部双面焊接。
本实用新型构造简单，实用性强。
附图说明
图1H形钢柱柱脚构造示意图
附图标志：1、锚板，2、锚栓，3、H形钢柱
具体实施方式
以下结合附图对本实用新型进行详细描述。
图1为H形钢柱柱脚构造示意图。本实施例包括锚板1、锚栓2，锚板1采用钢板，锚板1厚度为10cm，锚板1宽度为2m，锚栓2设置在H形钢柱3两侧，两侧设置三个锚栓2，锚栓2进入锚板1下面，混凝土基础长度为40cm，锚栓2离锚板1边缘为50cm，锚板1与H形钢柱3焊接，H形钢柱3沿长度方向与锚板1全部双面焊接。

Claims (1)

1.一种H形钢柱柱脚构造，其特征是包括锚板、锚栓，锚板采用钢板，锚板厚度为8～12mm，锚板宽度为1.5～2.5m，锚栓设置在H形钢柱两侧，两侧设置三个锚栓，锚栓进入锚板下面，混凝土基础长度为30～40cm，锚栓离锚板边缘为40～50cm，锚板与H形钢柱焊接，H形钢柱沿长度方向与锚板全部双面焊接。
CN2010202569391U 2010-07-03 2010-07-03 一种h形钢柱柱脚构造 Expired - Fee Related CN201713941U (zh)

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CN2010202569391U CN201713941U (zh) 2010-07-03 2010-07-03 一种h形钢柱柱脚构造

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CN201713941U true CN201713941U (zh) 2011-01-19

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104278801A (zh) * 2014-10-21 2015-01-14 安徽铁创新材料科技有限公司 一种预埋拉筋结构

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104278801A (zh) * 2014-10-21 2015-01-14 安徽铁创新材料科技有限公司 一种预埋拉筋结构

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Granted publication date: 20110119

Termination date: 20110703